HomeMy WebLinkAbout5115 Stillwater Creek Dr - Correspondence/Engineering - 01/18/2001Excavation/Footing CTL/THOMPSON, INC.
Inspection CONSULTING GEOTECHNICAL
ICY AND MATERIALS ENGINEERS
CLIENT: ADDRESS: Yv
The Writer Corporation Scj Ay bYiook n
Northern Colorado Division 511 S , if Wgl fe G
5285 McWhinney Blvd Ste 1no LOT Iy I BLOCK �—
Loveland, Colorado 8n538 FILING NO. JOB NO. C-1319
Attn- Mc Kan Griaeln
Recommended Foundation System r
CTUTHOMPSONJOB NO, 7G - 13)5
DATED I a ' 13' TIT
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH
INCHES
FOOTINGS WITH MINIMUM DEAD-LOAD-1
MAXIMUM SOIL PRESSURE OF IX� ,�O
PSF.
MINIMUM DEAD -LOAD PRESSURE OF aOO
PSF.
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PROVIDE A INCH VOID BENEATH GRADE BEAMS.
1
MINIMUM WIDTH
INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan C b �b
BY
PLAN NO. ^^ VI M 1 T
WALL FOOTING WIDTH I d INCHES
COLUMN PAD INCHES
REINFORCEMENT AS PER PLAN:
Of YES ❑ NO ❑ NONE REQUIRED
® AT SITE ❑ INSTALLED
Soil Conditiogs At Footing Level
_Clan,✓ S��dyT :��
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
W NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
Foundation Layout
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Instructions To Contractor
{� APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Mo, I I
S.
t^. 'I, l'I UNA •. '117 to 1.
REVIEWED BY .,
DATE OF INSPECTION .-�-